EP0183087B1 - Schalung für Serienfertigteile aus Stahlbeton, vornehmlich für vorgespannte Weichenschwellen - Google Patents

Schalung für Serienfertigteile aus Stahlbeton, vornehmlich für vorgespannte Weichenschwellen Download PDF

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Publication number
EP0183087B1
EP0183087B1 EP85113956A EP85113956A EP0183087B1 EP 0183087 B1 EP0183087 B1 EP 0183087B1 EP 85113956 A EP85113956 A EP 85113956A EP 85113956 A EP85113956 A EP 85113956A EP 0183087 B1 EP0183087 B1 EP 0183087B1
Authority
EP
European Patent Office
Prior art keywords
mould
plates
parts
prestressing
end plates
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP85113956A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0183087A3 (en
EP0183087A2 (de
Inventor
Herbert Dipl.-Ing. Schäfer
Wolfgang Ing. Bergenthal (Grad.)
Wilfried Lipp
Rolf Dipl.-Ing. Knodel
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wayss and Freytag AG
Original Assignee
Wayss and Freytag AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Wayss and Freytag AG filed Critical Wayss and Freytag AG
Priority to AT85113956T priority Critical patent/ATE51795T1/de
Publication of EP0183087A2 publication Critical patent/EP0183087A2/de
Publication of EP0183087A3 publication Critical patent/EP0183087A3/de
Application granted granted Critical
Publication of EP0183087B1 publication Critical patent/EP0183087B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/005—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects with anchoring or fastening elements for the shaped articles
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
    • B28B23/024—Supporting means
    • B28B23/026—Mould partitionning elements acting as supporting means in moulds, e.g. for elongated articles

Definitions

  • the invention relates to a formwork for prefabricated parts made of reinforced concrete, as generically described in the preamble of claim 1.
  • the sleepers are concreted in one piece, one after the other, without stops between the individual sleepers. This means that all sleepers concreted in a fitted bed must be excavated in one piece and then turned and separated.
  • the built-in parts in the formwork and the devices for lifting the finished parts protrude from the surface at the top during production and thus above the upper edge of the side parts of the formwork. Since the top surface of the prefabricated part comes to lie down in sleepers in sleepers, sleepers have to be turned for final storage. Parts protruding from the surface must be removed during intermediate storage. Interim storage requires additional work and thus additional costs. Pulling the built-in parts out over the edge of the side formwork also makes it impossible to pull off the formwork over the edges of the side elements and the use of vibrating planks to compact the concrete.
  • the object of the invention was to eliminate the abovementioned shortcomings and to develop a formwork in which each finished part can be individually lifted, rotated and disposed of without intermediate repositioning.
  • the finished parts Due to the construction of the parking device, which is recessed between the side elements of the formwork, the finished parts can be pulled off and shaken over the edges of the side formwork.
  • the finished parts By arranging two oppositely arranged head plates to be placed between successive prefabricated parts and by arranging pegs on the head plates, for example in the axis of gravity of the finished parts, for lifting out, the finished parts can be lifted separately from the formwork after hardening, rotated and finally stored without intermediate storage is required.
  • a variant of the storage element according to claim 1 is described in claim 2, in which the distance between the head plates can be fixed independently of the base plate. This ensures that the finished parts can slide on the base plate when relaxing. This prevents the floor slabs from being carried along by the finished part due to the shortening of the exposed lengths of the tensioning wires in the area of the storage elements when relaxing and a new alignment of the floor slabs for a new concrete process.
  • a clamping bed 1 in which the tie rods 3 are clamped from abutment to abutment, finished parts 2/1, 2, ... n are produced one behind the other in a formwork which extends essentially in the longitudinal direction.
  • the formwork is built up from the side elements 4 of the prestressed bed, the base plates 5/1, 2, ... n fitted between them and storage elements 6.
  • the setting element 6 with the head plates 17 comprises the head formwork of two adjacent prefabricated parts 2 / n, 2 / n + 1 in the fitted bed 1.
  • the head plates 17 are seated at their lower edge 18 on the base plates 5 / n, 5 / n + 1. At their upper edge 19 they are pressed against the base plates 5 by the clamping plate 21 resting on brackets 20 with the aid of the clamping screw 30 guided in the hold-down device 26 and the clamping device 27.
  • the clamping plate 21 keeps the top plates 17 at a distance above.
  • the wedge-like stops 23 attached to the hold-down device 26 press against counter-stops 22 of the head plates 17 and hold them by means of the lugs 31 arranged on the lower edge 18 of the head plates 17, the base plates 5 / n, 5 / n + 1 at a distance.
  • Pins 25 are arranged approximately in the middle on the head plates 17, on which the finished parts 2 can be lifted and rotated from the clamping bed 1 with the aid of suitable devices, for example caps 33 of a lifting device 32.
  • All of the built-in parts 9, 17, 21, 30 which can be inserted into the fitted bed 1 are dimensioned in such a way that they do not protrude beyond the edge of the side elements 4.
  • the head plates 17 are held in their lower area by wedge-like acting claws 35 fastened to the hold-down device 26, into which correspondingly shaped stops 36 of the head plate 17 engage.

Landscapes

  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Moulding By Coating Moulds (AREA)
EP85113956A 1984-11-03 1985-11-02 Schalung für Serienfertigteile aus Stahlbeton, vornehmlich für vorgespannte Weichenschwellen Expired - Lifetime EP0183087B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT85113956T ATE51795T1 (de) 1984-11-03 1985-11-02 Schalung fuer serienfertigteile aus stahlbeton, vornehmlich fuer vorgespannte weichenschwellen.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3440247 1984-11-03
DE3440247A DE3440247A1 (de) 1984-11-03 1984-11-03 Schalung fuer serienfertigteile aus stahlbeton, vornehmlich fuer vorgespannte weichenschwellen

Publications (3)

Publication Number Publication Date
EP0183087A2 EP0183087A2 (de) 1986-06-04
EP0183087A3 EP0183087A3 (en) 1988-07-20
EP0183087B1 true EP0183087B1 (de) 1990-04-11

Family

ID=6249451

Family Applications (2)

Application Number Title Priority Date Filing Date
EP85113956A Expired - Lifetime EP0183087B1 (de) 1984-11-03 1985-11-02 Schalung für Serienfertigteile aus Stahlbeton, vornehmlich für vorgespannte Weichenschwellen
EP85113957A Expired - Lifetime EP0180937B1 (de) 1984-11-03 1985-11-02 Schalung für Serienfertigteile aus Stahlbeton, vornehmlich für vorgespannte Weichenschwellen

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP85113957A Expired - Lifetime EP0180937B1 (de) 1984-11-03 1985-11-02 Schalung für Serienfertigteile aus Stahlbeton, vornehmlich für vorgespannte Weichenschwellen

Country Status (3)

Country Link
EP (2) EP0183087B1 (enrdf_load_stackoverflow)
AT (2) ATE50527T1 (enrdf_load_stackoverflow)
DE (3) DE3440247A1 (enrdf_load_stackoverflow)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3629030A1 (de) * 1986-08-27 1988-04-14 Wayss & Freytag Ag Vorrichtung zur fixierung roehrenfoermiger einbauteile
DE3815178C1 (en) * 1988-05-04 1989-08-10 Wayss & Freytag Ag, 6000 Frankfurt, De Process for the repeated use of the metal base plate of a shuttering for series-produced prefabricated parts consisting of concrete with a different arrangement of installation parts
ATE75508T1 (de) * 1988-07-14 1992-05-15 Wayss & Freytag Ag Verfahren zur herstellung von weichenschwellen aus beton.
NL1004064C2 (nl) * 1996-09-18 1998-03-19 Leenstra Machine En Staalbouw Inrichting voor het vervaardigen van heipalen.
DE19909206C2 (de) * 1999-03-03 2002-11-07 Thyssen Krupp Materials & Serv Befestigung zum Verbinden von Schienenauflagen mit Schwellen oder Tragplatten aus Beton
DE102018108634A1 (de) 2018-04-11 2019-10-17 Rail.One Gmbh Fertigungsanlage für Betonschwellen und zugehöriges Betriebsverfahren
CN108748622B (zh) * 2018-08-30 2024-05-03 湖南五新智能科技股份有限公司 一种pc轨道梁底模系统
CN111231090B (zh) * 2020-01-19 2021-06-04 惠州市鑫业建材有限公司 一种全自动高效的蒸压加气混凝土砌块脱模装置

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE459586A (enrdf_load_stackoverflow) * 1943-04-08
GB709123A (en) * 1951-06-22 1954-05-19 Dowsett Engineering Constructi Manufacture of concrete railway sleepers or similar beams
US3070867A (en) * 1959-12-21 1963-01-01 Theodore J Belle Strand holder and dam for prestressed concrete molds
US3071836A (en) * 1960-04-06 1963-01-08 Fmc Corp Double-t beam forming apparatus
FR1565510A (enrdf_load_stackoverflow) * 1968-02-21 1969-05-02
FR2254946A5 (en) * 1973-12-17 1975-07-11 Costamagna & Cie B M Production system for concrete railway sleepers - has portal frames with vertically movable reinforcement positioning beam
SE415868B (sv) * 1978-12-05 1980-11-10 A Betong Ab Sett att tillverka betongsliperbolock samt matrisuppsettning for utforande av settet
FR2519898B1 (fr) * 1982-01-21 1987-08-28 Vagneux Traverses Beton Arme S Ensemble de moulage d'elements en beton arme precontraint, notamment de traverses, et procede de fabrication de ces elements
IT1149739B (it) * 1982-02-04 1986-12-10 Ind Prefabbricati Affini Ipa S Procedimento ed apparecchiatura per la realizzazione di manufatti prefabbricati in cemento armato precompresso muniti di inserti,in particolare per la fabbricazione di traverse ad uso ferroviario

Also Published As

Publication number Publication date
EP0180937A3 (en) 1988-07-27
ATE51795T1 (de) 1990-04-15
DE3576137D1 (de) 1990-04-05
DE3440247C2 (enrdf_load_stackoverflow) 1987-08-27
DE3577057D1 (de) 1990-05-17
EP0183087A3 (en) 1988-07-20
EP0183087A2 (de) 1986-06-04
EP0180937B1 (de) 1990-02-28
DE3440247A1 (de) 1986-05-22
EP0180937A2 (de) 1986-05-14
ATE50527T1 (de) 1990-03-15

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